2021 – 2030 Ten Year Plan: Preliminary Project
PrioritizationNorth Country Council Transportation Advisory
CommitteeNovember 15th, 2018
Ten Year Plan Overview• Ten-year project list and budget, updated every 2 years• Current TYP is for 2019 – 2028, currently soliciting projects for
2021 – 2030• New projects are typically added to the last 2 years of the TYP
Ten Year Plan Overview• Each 2 year-cycle
• RPC’s are given a regional allocation for new projects ($6.1 million for NCC region)• Projects submitted by communities to RPC’s for consideration• RPC’s rank and submit initial list of regional projects to NHDOT• NHDOT develops planning-level engineering cost estimates, provide feedback to
RPC’s• RPC’s incorporate feedback and submit final project list• GACIT develops draft TYP and conducts public hearings• GACIT submits draft TYP to Governor and Council• G & C submits draft TYP to legislature• Governor signs TYP
Initial Project Prioritization Process• Regional project rankings submitted by RPC’s
• Criteria developed by NHDOT; weighted by NCC & TAC• NCC staff develop draft rankings• TAC reviews – no formal vote for initial submission
• NHDOT has requested the following preliminary submission:• A ranked list of project estimated to fit within regional funding
allocation ($6.1 million) + 1-2 additional priority projects
Proposed Criteria WeightsCriteria Weights
Criteria WeightMobility
Reduce Congestion 4%Freight Mobility 7%
Alternative Modes 8%Network Significance
Traffic Volume 5%Facility Importance 18%
SafetySafety Measures 15%
Safety Performance 8%State of Repair
Roadway Surface Life 8%Bridge Asset Condition 0%
Support 12%Resiliency 15%
Berlin:NH 16 Reconstruction & Sidewalk Improvements• Purpose & Need:
• Poor pavement condition• Aging drainage infrastructure• Poor sidewalk condition and loss of
grade separation in some areas (ADA concerns)
• Nearly 40 years since last construction in some areas
• Significant commuter, travel, and freight corridor
Berlin:NH 16 Reconstruction & Sidewalk Improvements• Total project cost: $3,885,000• Reconstruct NH 16 from Cleveland Bridge to Exchange St• Rehabilitate NH 16 from Gorham Town Line to Cleveland Bridge• Replace sidewalks
Berlin:NH 16 Reconstruction & Sidewalk Improvements
Rehabilitate
Reconstruct
Berlin:NH 16 Reconstruction & Sidewalk Improvements• Project Notes
• Significant regional corridor in terms of commuting, freight, economic development• High traffic volumes• Poor pavement condition between Cleveland Bridge and Exchange Street• Sidewalk in need of replacement – current condition may encourage limited-mobility
users to walk in the road• Some crash history in corridor (but no clusters), difficult to tie any crashes to roadway
condition
Berlin:NH 16 Reconstruction & Sidewalk Improvements
Criteria Weight Score (1-10)Weighted
ScoreMobility
7.0
Reduce Congestion 4% 5Freight Mobility 7% 6.5
Alternative Modes 8% 7.5Network Significance
Traffic Volume 5% 8Facility Importance 18% 9
SafetySafety Measures 15% 6.5
Safety Performance 8% 5State of Repair
Roadway Surface Life 8% 9Bridge Asset Condition 0% 0
Support 12% 5Resiliency 15% 6.5
Berlin:NH 110 Reconstruction & Sidewalk Improvements• Purpose & Need:
• City would like to take control over NH 110, want improvements done to the road first
• Significant increase in ATV/OHRV activity along corridor
• City is eyeing increased development along NH 110
• Some areas of poor pavement condition and aging drainage infrastructure
• Needed sidewalk improvements
Berlin:NH 110 Reconstruction & Sidewalk Improvements• Total project cost: $4,665,000• Rehabilitate NH 110 from end of NH 110 Phase II project (near
Public Works Garage) to urban compact line• Reconstruct NH 110 from urban compact line to Jericho Mountain
Road• ADA improvements to sidewalks
Berlin:NH 110 Reconstruction & Sidewalk Improvements
Berlin:NH 110 Reconstruction & Sidewalk Improvements• Project Notes
• Important regional travel corridor but not in the “top tier”• Relatively low traffic volumes• Pavement condition generally in “fair” to “good” condition – want to “keep good
roads good”• Reconstructing the road would be beneficial to the City in future management of the
corridor• No significant crash history• City indicated that NH 16 project is the higher priority• Timing of project may not fit with City’s needs
Berlin:NH 110 Reconstruction & Sidewalk Improvements
Criteria Weight Score (1-10) Weighted ScoreMobility
5.7
Reduce Congestion 4% 5Freight Mobility 7% 5
Alternative Modes 8% 6.5Network Significance
Traffic Volume 5% 4Facility Importance 18% 6.5
SafetySafety Measures 15% 6
Safety Performance 8% 5State of Repair
Roadway Surface Life 8% 6Bridge Asset Condition 0% 0
Support 12% 5Resiliency 15% 6
Gorham:NH 16 Retaining Wall, Road Re-alignment, and Culvert Replacement• Purpose & Need:
• Failing retaining wall has drainage issues causing icy roadway conditions around sharp bend
• Crash history at sharp bend coming down from Pinkham Notch
• Culvert with substandard design and geomorphic compatibility could be addressed as part of the project
Gorham:NH 16 Retaining Wall, Road Re-alignment, and Culvert Replacement• Total project cost: $1,200,000• Realign roadway to reduce angle of the curve• Construct 30-foot retaining wall and improve drainage• Upgrade culvert to match bankfull width of the stream, stream
angle, and stream orientation
Gorham:NH 16 Retaining Wall, Road Re-alignment, and Culvert Replacement
Gorham:NH 16 Retaining Wall, Road Re-alignment, and Culvert Replacement
• Project Notes• Important regional travel corridor with no reasonable alternative routes• Moderately high traffic volumes• Demonstrated crash history• Resiliency concerns after October 2017 storm caused significant flood damage in
Pinkham Notch• Culvert upgrades noted as a priority in the NCC 2015 Regional Transportation Plan• Retaining wall recommendations based on geotechnical study performed by District 1 • District 1 is supportive of project due to significant maintenance demands
Gorham:NH 16 Retaining Wall, Road Re-alignment, and Culvert Replacement
Gorham:NH 16 Retaining Wall, Road Re-alignment, and Culvert Replacement
Criteria Weight Score (1-10) Weighted ScoreMobility
7.5
Reduce Congestion 4% 5Freight Mobility 7% 7
Alternative Modes 8% 6Network Significance
Traffic Volume 5% 7Facility Importance 18% 9
SafetySafety Measures 15% 8.5
Safety Performance 8% 7.5State of Repair
Roadway Surface Life 8% 7Bridge Asset Condition 0% 0
Support 12% 8Resiliency 15% 6.5
Littleton:Main Street Phase II – Road Reconstruction, Pedestrian Improvements, Intersection Improvements• Purpose & Need:
• Poor road condition on Main Street and Meadow Street
• Town is pursuing funds to replace storm and sanitary sewer under Main Street
• Long pedestrian crossings on western end of Main Street
• Sharp intersection angle with Meadow Street and Saranac Street
• Pedestrian facilities and curbing in need of improvement
LittletonMain Street Phase II – Road Reconstruction, Pedestrian Improvements, Intersection Improvements• Total project cost: $3,200,000• Reconstruct west end of Main Street and Meadow Street• Replace sidewalk and add bumpouts to reduce crossing distances• Re-route Saranac Street to Bridge Street• Time with sub-area II sewer project
Littleton:Main Street Phase II – Road Reconstruction, Pedestrian Improvements, Intersection Improvements
Littleton:Main Street Phase II – Road Reconstruction, Pedestrian Improvements, Intersection Improvements
• Project Notes• Important regional travel corridor, but also part of busy, walkable town center• High traffic volumes• Poor pavement condition• Some crash history – pedestrian fatality in September 2018• Town will have to dig up portions of Main Street for sewer replacement (if approved)• Difficult to predict if sewer project could be timed with road reconstruction at this
stage• Have not acquired ROW for Saranac Street realignment• Double right angle turns could be difficult for delivery trucks (though there are
alternate routes)• Have not received selectboard support at this time
Littleton:Main Street Phase II – Road Reconstruction, Pedestrian Improvements, Intersection Improvements
Littleton:Main Street Phase II – Road Reconstruction, Pedestrian Improvements, Intersection Improvements
Criteria Weight Score (1-10) Weighted ScoreMobility
6.9
Reduce Congestion 4% 5Freight Mobility 7% 5
Alternative Modes 8% 8.5Network Significance
Traffic Volume 5% 9Facility Importance 18% 9
SafetySafety Measures 15% 8
Safety Performance 8% 7.5State of Repair
Roadway Surface Life 8% 9Bridge Asset Condition 0% 0
Support 12% 3Resiliency 15% 5
Shelburne:US 2 Culvert Upgrades
• Purpose & Need:• US 2 heavily impacted during
October 2017 storm• Periodic flooding and
overtopping of the road at Kidder Brook crossing
• Geomorphic compatibility issues at Josh Brook crossing
• Vertical alignment/sightline issues at Kidder Brook crossing
ShelburneUS 2 Culvert Upgrades• Total project cost: $1,485,000• Replace undersized round culverts at Kidder Brook and Josh Brook
crossings with box culverts that span bankfull width of the stream and match the stream angle and orientation
• Raise roadway at Kidder Brook to improve vertical alignment and sightline
Shelburne:US 2 Culvert Upgrades
Shelburne:US 2 Culvert Upgrades
Kidder Brook• 2001 Corridor Study identifies
flooding issues• 2014 assessment
• Structure condition: poor• Partial geomorphic compatibility• Directly upstream bankfull widths:
13-16 feet• Channel bankfull width: 9 – 12 feet• Culvert width: 5 feet• No aquatic organism passage• No wingwalls to direct water
Shelburne:US 2 Culvert Upgrades
Josh Brook• 2018 assessment
• Structure condition: good• Geomorphic compatibility: mostly
incompatible• Directly upstream bankfull widths:
17 - 45 feet• Channel bankfull width: 19 – 29 feet• Culvert width: 6 feet• Evidence of significant flood damage
downstream
• Project Notes• Important regional freight corridor with no alternate routes• Moderate traffic volumes• “Fair” pavement condition at Kidder Brook crossing – could be paired with roadway
repaving or rehabilitation• Need identified in a corridor study• Culvert upgrades identified as a priority in 2015 NCC Regional Transportation Plan
Shelburne:US 2 Culvert Upgrades
Shelburne:US 2 Culvert Upgrades
Criteria Weight Score (1-10) Weighted ScoreMobility
7.5
Reduce Congestion 4% 5Freight Mobility 7% 7.5
Alternative Modes 8% 5Network Significance
Traffic Volume 5% 4Facility Importance 18% 9.5
SafetySafety Measures 15% 7.5
Safety Performance 8% 5State of Repair
Roadway Surface Life 8% 7.5Bridge Asset Condition 0% 0
Support 12% 8Resiliency 15% 9
Preliminary Project Rankings from NCCWhat do you think?Rank Municipality - Project Score (out of 10) Project Cost
1 Gorham – NH 16 Realignment,Retaining Wall & Culvert Upgrade 7.5 $1.2 million
1 Shelburne – US 2 Culvert Upgrades 7.5 $1.5 million
3Berlin – NH 16 Roadway Reconstruction & Sidewalk Improvements
8.55 $3.5 million
4 Littleton – Main Street Phase II 8.46 $3.2 million
5Berlin – NH 110 Roadway Reconstruction & Sidewalk Improvements
8.37 $4.6 million
Regional funding allocation: $6.1
million
• December 3rd: NCC submits preliminary rankings and project proposal materials to NHDOT
• December 2018 – January 2019: NHDOT performs review and engineering cost estimates of submitted projects
• February or March 2019: NCC meets with NHDOT to discuss review of proposed projects
• April 2019: TAC review and vote on final project prioritization list• May 2019: Deadline for NCC to submit project rankings• June 2019: Draft TYP prepared by NHDOT• July 2019: Beginning of GACIT process
Next Steps